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ASTM C566-97(2004)

(Test Method)

Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying

Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying

SIGNIFICANCE AND USE
This test method is sufficiently accurate for usual purposes, such as adjusting batch quantities of ingredients for concrete. It will generally measure the moisture in the test sample more reliably than the sample can be made to represent the aggregate supply. In cases where the aggregate itself is altered by heat, or where more refined measurement is required, the test should be conducted using a ventilated, controlled temperature oven.
Large particles of coarse aggregate, especially those larger than 50 mm (2 in.), will require greater time for the moisture to travel from the interior of the particle to the surface. The user of this test method should determine by trial if rapid drying methods provide sufficient accuracy for the intended use when drying large size particles.
SCOPE
1.1 This test method covers the determination of the percentage of evaporable moisture in a sample of aggregate by drying, both surface moisture and moisture in the pores of the aggregate. Some aggregate may contain water that is chemically combined with the minerals in the aggregate. Such water is not evaporable and is not included in the percentage determined by this test method.  
1.2 The values stated in SI units are to be regarded as the standard. The values stated in parentheses are provided for information only.  
1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. For specific precautionary statements, see 5.3.1, 7.2.1, and 7.3.1.

General Information

Status
Historical
Publication Date
31-Jan-2004
ICS
91.100.01 - Construction materials in general
Technical Committee
C09 - Concrete and Concrete Aggregates
Drafting Committee
C09.20 - Aggregates
Current Stage
Ref Project

Relations

Replaces
ASTM C566-97 - Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying
Effective Date
01-Feb-2004
Replaced By
ASTM C566-13 - Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying
Effective Date
01-Feb-2013
Referred By
ASTM D8140-18(2023) - Standard Guide for the Use of Foundry Sand in Asphalt Mixtures
Effective Date
01-Feb-2004
Referred By
ASTM C128-22 - Standard Test Method for Relative Density (Specific Gravity) and Absorption of Fine Aggregate
Effective Date
01-Feb-2004
Referred By
ASTM C1375-00(2020) - Standard Guide for Substrates Used in Testing Building Seals and Sealants
Effective Date
01-Feb-2004
Referred By
ASTM C127-15 - Standard Test Method for Relative Density (Specific Gravity) and Absorption of Coarse Aggregate (Withdrawn 2024)
Effective Date
01-Feb-2004
Referred By
ASTM C70-20 - Standard Test Method for Surface Moisture in Fine Aggregate
Effective Date
01-Feb-2004
Referred By
ASTM C387/C387M-23 - Standard Specification for Packaged, Dry, Combined Materials for Concrete and High Strength Mortar
Effective Date
01-Feb-2004
Referred By
ASTM E889-82(2023) - Standard Test Method for Composition or Purity of a Solid Waste Materials Stream
Effective Date
01-Feb-2004
Referred By
ASTM D4914/D4914M-16 - Standard Test Methods for Density of Soil and Rock in Place by the Sand Replacement Method in a Test Pit
Effective Date
01-Feb-2004
Referred By
ASTM E3355-23 - Standard Guide for Characterization of Coal Combustion Products (CCPs) in Storage Area(s) for Beneficial Use
Effective Date
01-Feb-2004
Referred By
ASTM D5883-18 - Standard Guide for Use of Rotary Kiln Produced Expanded Shale, Clay or Slate (ESCS) as a Mineral Amendment in Topsoil Used for Landscaping and Related Purposes
Effective Date
01-Feb-2004
Referred By
ASTM C1797-23 - Standard Specification for Ground Calcium Carbonate and Aggregate Mineral Fillers for use in Hydraulic Cement Concrete
Effective Date
01-Feb-2004
Referred By
ASTM C192/C192M-19 - Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory
Effective Date
01-Feb-2004
Referred By
ASTM D5030/D5030M-21 - Standard Test Methods for Density of In-Place Soil and Rock Materials by the Water Replacement Method in a Test Pit
Effective Date
01-Feb-2004

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ASTM C566-97(2004) - Standard Test Method for Total Evaporable Moisture Content of Aggregate by DryingASTM C566-97(2004) - Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying
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ASTM C566-97(2004) - Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying
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Standards Content (Sample)


NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: C566 − 97(Reapproved 2004)
Standard Test Method for
Total Evaporable Moisture Content of Aggregate by Drying
This standard is issued under the fixed designation C566; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope 2.2 Other Document:
National Research Council Report SHRP-P-619
1.1 This test method covers the determination of the per-
centage of evaporable moisture in a sample of aggregate by
3. Terminology
drying both surface moisture and moisture in the pores of the
aggregate. Some aggregate may contain water that is chemi- 3.1 Definitions:
cally combined with the minerals in the aggregate. Such water
3.1.1 For definitions of terms used in this test method, refer
is not evaporable and is not included in the percentage to Terminology C125.
determined by this test method.
4. Significance and Use
1.2 The values stated in SI units are to be regarded as the
standard. The values stated in parentheses are provided for
4.1 This test method is sufficiently accurate for usual
information only.
purposes, such as adjusting batch quantities of ingredients for
concrete. It will generally measure the moisture in the test
1.3 This standard does not purport to address all of the
samplemorereliablythanthesamplecanbemadetorepresent
safety concerns, if any, associated with its use. It is the
the aggregate supply. In cases where the aggregate itself is
responsibility of the user of this standard to establish appro-
altered by heat, or where more refined measurement is
priate safety and health practices and determine the applica-
required, the test should be conducted using a ventilated,
bility of regulatory limitations prior to use. For specific
controlled temperature oven.
precautionary statements, see 5.3.1, 7.2.1, and 7.3.1.
4.2 Large particles of coarse aggregate, especially those
2. Referenced Documents
larger than 50 mm (2 in.), will require greater time for the
2.1 ASTM Standards:
moisture to travel from the interior of the particle to the
C29/C29MTest Method for Bulk Density (“Unit Weight”)
surface. The user of this test method should determine by trial
and Voids in Aggregate
if rapid drying methods provide sufficient accuracy for the
C125Terminology Relating to Concrete and Concrete Ag-
intended use when drying large size particles.
gregates
C127Test Method for Density, Relative Density (Specific
5. Apparatus
Gravity), and Absorption of Coarse Aggregate
5.1 Balance—A balance or scale accurate, readable, and
C128Test Method for Density, Relative Density (Specific
sensitivetowithin0.1%ofthetestloadatanypointwithinthe
Gravity), and Absorption of Fine Aggregate
range of use.Within any interval equal to 10% of the capacity
C670Practice for Preparing Precision and Bias Statements
of the balance or scale used to determine mass, the load
for Test Methods for Construction Materials
indication shall be accurate within 0.1% of the difference in
D75Practice for Sampling Aggregates
masses.
E11Specification forWovenWireTest Sieve Cloth andTest
Sieves 5.2 Source of Heat—Aventilated oven capable of maintain-
ing the temperature surrounding the sample at 110 6 5°C (230
6 9°F).Where close control of the temperature is not required
This test method is under the jurisdiction of ASTM Committee C09 on
Concrete and ConcreteAggregatesand is the direct responsibility of Subcommittee
(see4.1),othersuitablesourcesofheatmaybeused,suchasan
C09.20 on Normal Weight Aggregates.
electric or gas hot plate, electric heat lamps, or a ventilated
Current edition approved February 1, 2004. Published March 2004. Originally
microwave oven.
approved in 1965. Last previous edition approved in 1997 as C566–97. DOI:
10.1520/C0566-97R04.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Standards volume information, refer to the standard’s Document Summary page on Available from the National Research Council, 2101 Constitution Ave., N.W.,
the ASTM website. Washington, DC 20418.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
C566 − 97 (2004)
5.3 Sample Container—Acontainernotaffectedbytheheat, without losing any of the sample. Ignite the remaining alcohol
of sufficient volume to contain the sample without danger of and allow it to burn off during drying over the hot plate.
spilling, and of such shape that the depth of sample will not
7.3.1 Warning—Exercise care to control the ignition op-
exceed one fifth of the least lateral dimension.
eration to prevent injury or damage from the burning alcohol.
5.3.1 Precaution—When a microwave oven is used, the
7.4 The sample is thoroughly dry when further heating
container shall be nonmetallic.
causes,orwouldcause,lessthan0.1%additionallossinmass.
NOTE 1—Except for testing large samples, an ordinary frying pan is
7.5 Determine the mass of the dried sample to the nearest
suitable for use with a hot plate, or any shallow flat-bottomed metal pan
is suitable with heat lamps or oven. Note the precaution in 5.3.1. 0.1%afterithascooledsufficientlynottodamagethebalance.
5.4 Stirrer—A metal spoon or spatula of convenient size.
8. Calculation
6. Sampling
8.1 Calculate total evaporable moisture content as follows:
6.1 Sample in accordance with Practice D75, except for the
p 5100 W 2 D /D (1)
~ !
sample size.
6.2 Secure a sample of the aggregate representative of the
where:
moisture content in the supply being tested and having a mass
p = total evaporable moisture content of sample, percent,
not less than the amount listed in Table 1. Protect the samp
...

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Standard Practice for Preparing Precision and Bias Statements for Test Methods for Construction Materials

ABSTRACT
This practice provides guidance in preparing precision and bias statements for ASTM test methods pertaining to construction materials. Test method shall conform to the maximum acceptable range of individual measurements. In order to be valid the indexes of precision to be included in the precision statement as guides for the operator must be based on estimates of the precision of the test method obtained from a statistically designed inter-laboratory series of tests. This series of tests must involve a sufficient number of laboratories, materials, and replicate measurements so that the results obtained provide reliable estimates of the true precision characteristic of the test method. The procedures described in this practice are based on the assumption that the proper estimates of precision have already been obtained. In any test method, tolerances are placed on the accuracy of measuring equipment. All tests made with a given set of equipment which has an error within the permitted tolerance will produce results with a small consistent bias, but that bias is not inherent in the test method and is not included in the bias statement for the test method. There are two conditions which permit the bias of a test method to be estimated: a standard reference sample of known value has been tested by the test method, and the test method has been applied to a sample which has been compounded in such a manner that the true value of the property being measured is known, such as may be the case, for example, in a test for cement content of concrete.
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1.1 The Form and Style for ASTM Standards requires that all test methods contain statements on precision and bias. Further, the precision statement is required to contain a statement on single-operator precision (repeatability) and a statement on multilaboratory precision (reproducibility). This practice provides guidance for preparing precision and bias statements that comply with these requirements. Discussion of the purpose and significance of precision and bias statements for users of test methods is also provided. Examples of precision statements that conform to this practice are included in Appendix X1. This practice supplements Practice E177 and has been developed to meet the needs of ASTM Committees dealing with construction materials.  
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1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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SCOPE
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1.3 The units described by this specification are manufactured from a mixture of cement, normal or lightweight aggregates (or a combination of both), water, admixtures, other cementitious materials and other components which are wet-cast into shapes simulating the appearance of natural stone and other textures.  
1.4 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined.  
1.5 The text of this specification references notes and footnotes which provide explanatory material. These notes and footnotes shall not be considered as requirements of the standard.  
1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.
Note 1: When particular features are desired such as surface textures or color these features should be specified separately. Suppliers should be consulted as to the availability of units having the desired features.  
1.7 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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ASTM
ASTM E84-23d(Test Method)
Standard Test Method for Surface Burning Characteristics of Building Materials

SIGNIFICANCE AND USE
4.1 This test method is intended to provide only comparative measurements of surface flame spread and smoke density measurements with that of select grade red oak and fiber-cement board surfaces under the specific fire exposure conditions described herein.  
4.2 This test method exposes a nominal 24-ft (7.32 m) long by 20-in. (508 mm) wide specimen to a controlled air flow and flaming fire exposure adjusted to spread the flame along the entire length of the select grade red oak specimen in 5 1/2 min.  
4.3 This test method does not provide for the following:  
4.3.1 Measurement of heat transmission through the tested surface.  
4.3.2 The effect of aggravated flame spread behavior of an assembly resulting from the proximity of combustible walls and ceilings.  
4.3.3 Classifying or defining a material as noncombustible, by means of a flame spread index by itself.
SCOPE
1.1 This fire-test-response standard for the comparative surface burning behavior of building materials is applicable to exposed surfaces such as walls and ceilings. The test is conducted with the specimen in the ceiling position with the surface to be evaluated exposed face down to the ignition source. The material, product, or assembly shall be capable of being mounted in the test position during the test. Thus, the specimen shall either be self-supporting by its own structural quality, held in place by added supports along the test surface, or secured from the back side.  
1.2 Test Method E84 is a 10-min fire-test response method. The following standards address testing of materials in accordance with test methods that are applications or variations of the test method or apparatus used for Test Method E84:  
1.2.1 Materials required by the user to meet an extended 30-min duration tunnel test shall be tested in accordance with Test Method E2768.  
1.2.2 Wires and cables for use in air-handling spaces shall be tested in accordance with NFPA 262.  
1.2.3 Pneumatic tubing for control systems shall be tested in accordance with UL 1820.  
1.2.4 Combustible sprinkler piping shall be tested in accordance with UL 1887.  
1.2.5 Optical fiber and communications raceways for use in air handling spaces shall be tested in accordance with UL 2024.
Note 1: Annex A13 includes additional information describing a standard other than those listed in this section that also utilizes a modification of the apparatus used for Test Method E84.  
1.3 The purpose of this test method is to determine the relative burning behavior of the material by observing the flame spread along the specimen. Flame spread and smoke developed index are reported. However, there is not necessarily a relationship between these two measurements.  
1.4 The use of supporting materials on the underside of the test specimen has the ability to lower the flame spread index from those which might be obtained if the specimen could be tested without such support. These test results do not necessarily relate to indices obtained by testing materials without such support.  
1.5 Testing of materials that melt, drip, or delaminate to such a degree that the continuity of the flame front is destroyed, results in low flame spread indices that do not relate directly to indices obtained by testing materials that remain in place.  
1.6 Units—The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.7 The text of this standard references notes and footnotes that provide explanatory information. These notes and footnotes, excluding those in tables and figures, shall not be considered as requirements of the standard.  
1.8 This standard is used to measure and describe the response of materials, products, or assemblies to heat and flame under controlled conditions, but does not by itself incorporate all factors required f...

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ASTM
ASTM G162-23(Practice)
Standard Practice for Conducting and Evaluating Laboratory Corrosion Tests in Soils

SIGNIFICANCE AND USE
4.1 This practice provides a controlled corrosive environment that has been utilized to produce relative corrosion information.  
4.2 The primary application of the data from this practice is to evaluate the performance of metallic materials for use in soil environments.  
4.3 This practice may not duplicate all field conditions and variables such as stray currents, microbiologically influenced corrosion, non-homogeneous conditions, pollutants in the soil, and long cell corrosion. The reproducibility of results in the practice is highly dependent on the type of specimen tested and the evaluation criteria selected as well as the control of the operating variables. In any testing program, sufficient replicates should be included to establish the variability of the results.  
4.4 Structures and components may be made of several different metals; therefore, the practice may be used to evaluate galvanic corrosion effects in soils (see Guide G71).  
4.5 Structures and components may be coated with sacrificial or noble metal coatings, which may be scratched or otherwise rendered discontinuous (for example, no coating on the edges of metal strips cut from a wide sheet). This test is useful to evaluate the effect of defective metallic coatings.  
4.6 Structures and components may be coated or jacketed with organic materials (for example, paints and plastics), and these coatings and jackets may be rendered discontinuous. The test is useful to evaluate the effect of defective or incompletely covering coatings and jackets.
Note 1: The corrosivity of soils strongly depends on soluble salt content (related parameters are chemistry and soil resistivity, see Test Methods G57 and G187), acidity or alkalinity (measured by soil pH, see Test Method G51), Temperature, and oxygen content (loose, for example, sand, or compact, for example, clay, soils are extreme examples, see Test Method G200 – oxidation-reduction potential). The manufacturer, supplier, or user, or combination the...
SCOPE
1.1 This practice covers procedures for conducting laboratory corrosion tests in soils to evaluate the potential for corrosion attack on engineering materials in soils. The test is conducted under laboratory ambient temperature unless the effect of temperature is being evaluated. This practice does not include provisions for microbiological influenced corrosion (MIC) testing, nor its influence on results.  
1.2 This practice covers specimen selection and preparation, test environments, evaluation, and reporting of test results.  
1.3 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.  
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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